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Dudley, 1994, STOAT — Development and Application of a Fully Dynamic Sewage Treatment Works Model

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Ellis, 1986, Pollutional aspects of urban runoff, vol. 10

Fisher, 1979

Ford, 1981, Operation policy analysis: Sam Rayburn reservoir, Journal of Water Resources Planning and Management, ASCE, 107, 339

Fread, 1978, NWS operational dynamic wave model, 455

Geiger, W.P., Dorsch, H.R., 1980. Quantity–Quality Simulation (QQS): A Detailed Continuous Planning Model for Urban Runoff Control, Volume 1, Model Description, Testing and Applications. US Environmental Protection Agency, Cincinnati, OH. Report EPA/600/2-80-011.

Hall, 1984

Havno, 1995, MIKE 11 — A generalised river modelling package, 733

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Henderson, 1966

Huber, 1986, Deterministic modeling of urban runoff quality, vol. 10, 166

Huber, 1992, Contaminant transport in surface water

Huber, 1992, Prediction of urban nonpoint source water quality methods and models, 1

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Huber, W.C., Heaney, J.P, Nix, S.J., Dickinson, R.E. and Polmann, D.J., 1984. Storm Water Management Model, User's Manual, Version III. US Environmental Protection Agency, Athens, Georgia. Report EPA/600/2-84-109a.

Hydrologic Engineering Center, 1977. Storage, Treatment, Overflow, Runoff Model, STORM, Generalised Computer Program 723-58-L7520. Hydrologic Engineering Center, US Corps of Engineers, Davis, California.

Hydrologic Engineering Center, 1978. WQRRS Water Quality for River-Reservoir Systems: User's Manual. Hydrologic Engineering Center, US Army Corps of Engineers, Report CPD-8.

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Hydrologic Engineering Center, 1988. SHP Stream Hydraulics Package. Hydrologic Engineering Center, US Army Corps of Engineers, Report CPD-54.

Jaffe, 1984, Uncertainty analysis of first order decay model, Journal of Environmental Engineering, ASCE, 110, 131, 10.1061/(ASCE)0733-9372(1984)110:1(131)

Jewell, 1981, Development of improved stormwater quality models, Journal of the Environmental Engineering Division, Proceedings of the ASCE, 107, 957, 10.1061/JEEGAV.0001227

Johanson, R.C., Imhoff, J.C. and Dana, H., 1980. Users Manual for Hydrological Simulation Program — Fortran (HSPF). US Environmental Protection Agency. Report EPA/9-80-015, Athens Georgia.

Johanson, R.C., Imhoff, J.C. and Davis, H.H., 1984. User's Manual for Hydrological Simulation Program: Fortran. HSPF: User's Manual Release 8.0. US Environmental Protection Agency, Athens, Georgia. Report EPA/600/3-84-066.

Jorgensen, 1982, Modeling the ecological processes, 116

Jorgensen, 1988, vol. 9

Kirkpatrick, 1983, Optimisation by simulated annealing, Science, 220, 671, 10.1126/science.220.4598.671

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Lansey, 1991, Parameter estimation for water distribution networks, Journal of Water Resources Planning and Management, ASCE, 117, 126, 10.1061/(ASCE)0733-9496(1991)117:1(126)

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Li, 1991, A nonstationary spectral method for solving stochastic groundwater problems: unconditional analysis, Water Resources Research, 27, 1589, 10.1029/91WR00881

Lindberg, 1989, An integrated PC-modelling system for hydraulic analysis of drainage systems, 127

Lindell, 1987, Design of dual-purpose systems using dynamic programming, Journal of Water Resources Planning and Management, ASCE, 113, 471, 10.1061/(ASCE)0733-9496(1987)113:4(471)

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Martin, 1987, Optimal daily operation of surface-water systems, Journal of Water Resources Planning and Management, ASCE, 113, 453, 10.1061/(ASCE)0733-9496(1987)113:4(453)

McMahon, 1984, BRASS model: practical aspects, Journal of Water Resources Planning and Management, ASCE, 110, 75, 10.1061/(ASCE)0733-9496(1984)110:1(75)

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Moore, 1984

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Novotny, 1995, vol. 9

Orlob, 1982, Introduction, 1

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Press, 1992

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Price, 1978, Design of storm sewers for minimum construction costs, 636

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